State profile · Near national median SD

North Carolina bridge safety

Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in North Carolina — drawn straight from the FHWA National Bridge Inventory.

18,901
Public bridges
35.8%
Good condition
6.2%
Poor condition
6.2%
Structurally deficient

Total Bridges

18,901

Public highway bridges in North Carolina

Good Condition

35.8%

6,773 bridges rated 7-9

-14.2pp vs 50% benchmark

Poor Condition

6.2%

1,165 bridges rated 0-4

Structurally Deficient

6.2%

1,165 bridges flagged for repair priority

-0.8pp vs national avg 7.0%

North Carolina vs national bridge condition

North Carolina — Good condition share 35.8%
National avg

Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).

North Carolina — Structurally deficient share 20.5%
National avg

Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.

North Carolina vs nearby ranks

Adjacent states on the structurally deficient leaderboard (lower share = better)

States are ranked by share of bridges flagged structurally deficient — the FHWA classification for any span where deck, superstructure, or substructure carries a condition rating of 4 or below. Lower percentages indicate stronger maintenance funding and inspection follow-through. States here sit immediately above and below North Carolina on the same metric.

45

South Carolina

6.10% top marginal rate
Structure
Progressive
Burden @ $100K
$5,396

55

Wisconsin

6.13% top marginal rate
Structure
Progressive
Burden @ $100K
$14,851
Selected

37

North Carolina

6.16% top marginal rate
Structure
Progressive
Burden @ $100K
$18,901

15

Hawaii

6.47% top marginal rate
Structure
Progressive
Burden @ $100K
$1,206

30

Montana

6.70% top marginal rate
Structure
Progressive
Burden @ $100K
$5,122

Bridges Needing Most Attention in North Carolina

Six lowest-condition bridges in North Carolina, ranked by composite NBI rating. Each is inspected at least every 24 months.

All Bridges in North Carolina

SR1133

Structurally Deficient

Over: TAYLORS CREEK

0.2 MI.E.OF JCT.SR1101, Duplin, NC

Built 1977 Load: 5.4 t ADT: 370

SR1505

Structurally Deficient

Over: WILDCAT SWAMP

0.6 MI.S. OF JCT.US158, Northampton, NC

Built 1965 Load: 5.4 t ADT: 350

SR1125

Structurally Deficient

Over: LITTLE RUIN CREEK

0.5 MI. S. JCT. SR1124, Vance, NC

Built 1953 Load: 5.4 t ADT: 90

17TH ST.NW

Structurally Deficient

Over: FRYE CREEK

0.3MI. N. OF JCT.W.SR1308, Catawba, NC

Built 2020 Load: 6.3 t ADT: 2,500

VALLEY FORGE RD

Structurally Deficient

Over: CATES CREEK

0.4 MI. W. JCT. NC86, Orange, NC

Built 2020 Load: 6.3 t ADT: 100

FIREBREAK 10

Structurally Deficient

Over: MILL CREEK

PU 680 931, Hoke, NC

Built 1970 Load: 7.1 t ADT: 2

SR1152

Structurally Deficient

Over: WHITE OAK CREEK

1.4 MI.E. OF JCT.SR1149, Wake, NC

Built 1961 Load: 7.2 t ADT: 2,100

SR3217

Structurally Deficient

Over: CATAWBA CREEK

0.1 MI. E. JCT. SR2200, Gaston, NC

Built 1967 Load: 8.1 t ADT: 8,700

SR1817

Structurally Deficient

Over: WARD SWAMP

1.0 MI. N. OF JCT. SR1818, Sampson, NC

Built 1975 Load: 8.1 t ADT: 320

SR1338

Structurally Deficient

Over: FISHER RIVER

1.3 MI.S.JCT.SR1407, Surry, NC

Built 1962 Load: 8.1 t ADT: 600

SR2320

Structurally Deficient

Over: LITTLE RIVER

1.9 MI. W. JCT. NC96, Wake, NC

Built 1967 Load: 8.1 t ADT: 2,100

NFSR 140

Structurally Deficient

Over: COURTHOUSE CREEK

2.9 MI. N. JCT. NC 215, Transylvania, NC

Built 1939 Load: 8.4 t ADT: 10

SR1639

Structurally Deficient

Over: KNOB CREEK

0.5 MI. E. JCT. SR1640, Cleveland, NC

Built 1935 Load: 9.0 t ADT: 250

SR1501

Structurally Deficient

Over: UT TO WOLFE CREEK

.8 MI.W.JCT.SR1518, Polk, NC

Built 1951 Load: 9.0 t ADT: 550

SR1325

Structurally Deficient

Over: CATHEYS CREEK

.8 MI.W.JCT.US221, Rutherford, NC

Built 1951 Load: 9.0 t ADT: 450

SR1223

Structurally Deficient

Over: GREEN CREEK

.5 MI.E.JCT.NC261, Mitchell, NC

Built 1969 Load: 9.9 t ADT: 200

SR1333

Structurally Deficient

Over: WHITE OAK RIVER

0.5 MI N JCT SR1331, Onslow, NC

Built 1967 Load: 9.9 t ADT: 230

SR2125

Structurally Deficient

Over: FLOYDS CREEK

.4 MI.W.JCT.US221, Rutherford, NC

Built 1963 Load: 9.9 t ADT: 700

SR2102

Structurally Deficient

Over: BIG HORSE CREEK

0.2 MI.W.JCT.SR2107, Rutherford, NC

Built 1963 Load: 9.9 t ADT: 400

SR1521

Structurally Deficient

Over: REEDY CREEK

1.0 MI. N. JCT. SR1522, Warren, NC

Built 1970 Load: 9.9 t ADT: 200

SR1571

Structurally Deficient

Over: KINGS CREEK

75 FT.W.JCT.SR1552, Caldwell, NC

Built 1965 Load: 10.8 t ADT: 1,000

SR1364

Structurally Deficient

Over: JONATHAN CREEK

.05 MI.E.JCT.US276, Haywood, NC

Built 1956 Load: 10.8 t ADT: 650

OXFORD ROAD

Structurally Deficient

Over: BELLS BRANCH

0.1 MI.S.JCT.10TH ST., Pitt, NC

Built 1966 Load: 10.8 t ADT: 1,200

SR1340

Structurally Deficient

Over: MC KINNEY BRANCH

.05 MI.S.JCT.SR1417, Yancey, NC

Built 1962 Load: 11.7 t ADT: 100

FIREBREAK 7

Structurally Deficient

Over: FLAT CREEK

RANGE W2 (NE), Hoke, NC

Built 1970 Load: 12.0 t ADT: 1

SR1324

Structurally Deficient

Over: LITTLE HORSE CREEK

150 FT.W.JCT.SR1354, Ashe, NC

Built 1962 Load: 12.7 t ADT: 250

OLD GREENSBORO RD.

Structurally Deficient

Over: BRUSHY FORK CREEK

.1 MI.W.JCT.FIFTH ST., Forsyth, NC

Built 1950 Load: 12.7 t ADT: 5,100

SR1103

Structurally Deficient

Over: CROOKED CREEK

0.9 MI S JCT SR1706, Franklin, NC

Built 1969 Load: 12.7 t ADT: 810

SR1559

Structurally Deficient

Over: LIMEKILN CREEK

.1 MI.E.JCT.SR1556, McDowell, NC

Built 1960 Load: 12.7 t ADT: 70

SR1352

Structurally Deficient

Over: SPRING CREEK

.01 MI.E.JCT.NC226, Mitchell, NC

Built 1963 Load: 12.7 t ADT: 500

SR1102

Structurally Deficient

Over: NORTH PACOLET RIVER

.2 MI.E.JCT.SR1100, Polk, NC

Built 1969 Load: 12.7 t ADT: 250

E. HARRIS STREET

Structurally Deficient

Over: LONG CREEK

150'W.JCT.S.MADISON ST., Wayne, NC

Built 1960 Load: 12.7 t ADT: 4,600

SR1828

Structurally Deficient

Over: BACK SWAMP

0.6 MI. N. OF JCT SR1827, Duplin, NC

Built 1951 Load: 13.6 t ADT: 220

SR1109

Structurally Deficient

Over: CABIN CREEK

0.9 MI.W.JCT.SR1106, Henderson, NC

Built 1959 Load: 13.6 t ADT: 60

SR1169

Structurally Deficient

Over: SHELL CREEK

.8 MI.N.JCT.SR1155, Wilkes, NC

Built 1961 Load: 13.6 t ADT: 90

DRY RIDGE ROAD

Structurally Deficient

Over: WHIPPING CREEK

2.9 MI W US 264, Dare, NC

Built 1965 Load: 14.5 t ADT: 5

SR1892

Structurally Deficient

Over: SOUTH YADKIN RIVER

1.3 MI. N. JCT. SR1913, Iredell, NC

Built 1948 Load: 14.5 t ADT: 2,400

SR1886

Structurally Deficient

Over: PATTERSON CREEK

0.6 MI. S. JCT. SR1891, Iredell, NC

Built 1967 Load: 14.5 t ADT: 420

SR2044

Structurally Deficient

Over: SMITHS CREEK

1.2 MI.S.US1A, Wake, NC

Built 1967 Load: 14.5 t ADT: 8,100

SR1001

Structurally Deficient

Over: POTTS CREEK

.3MI. S. JCT. WITH SR2033, Cleveland, NC

Built 1951 Load: 15.4 t ADT: 6,600

SR1832

Structurally Deficient

Over: HUNTING CREEK

1.0 MI. N. JCT. SR1821, Iredell, NC

Built 1975 Load: 15.4 t ADT: 200

SR1530

Structurally Deficient

Over: PAINT FORK CREEK

.4 MI.N.JCT.SR1531, Madison, NC

Built 1951 Load: 15.4 t ADT: 100

HANGING MOSS TRL

Structurally Deficient

Over: UT TO DUCK CREEK

0.15 MI. N. JCT. SR4274, Mecklenburg, NC

Built 1988 Load: 16.3 t ADT: 100

WESTMONT DRIVE

Structurally Deficient

Over: SOUTHERN RAILROAD

0.1MI.N.JCT.GRAHAM PKWY., Mecklenburg, NC

Built 1957 Load: 17.2 t ADT: 3,400

SR1134

Structurally Deficient

Over: LONG CREEK

75 FEET N. JCT. SR1448, Stanly, NC

Built 1970 Load: 17.2 t ADT: 1,500

SR1309

Structurally Deficient

Over: W.FORK FRENCH BROAD RVR

1.6 MI.S.JCT.SR1322, Transylvania, NC

Built 1958 Load: 17.2 t ADT: 850

SR2555

Structurally Deficient

Over: WHITE OAK CREEK

1.2 MI. S.W. OF JCT. US70, Wake, NC

Built 1952 Load: 17.2 t ADT: 8,300

SR1227

Structurally Deficient

Over: NORTH FORK COVE CREEK

.2 MI.N.JCT.SR1233, Watauga, NC

Built 1962 Load: 17.2 t ADT: 100

SR1509

Structurally Deficient

Over: FORBUSH CREEK

100 FT.N.JCT.SR1591, Yadkin, NC

Built 1980 Load: 17.2 t ADT: 1,700

SR1310

Structurally Deficient

Over: BIG LAUREL CREEK

25 FT.S.JCT.SR1315, Ashe, NC

Built 1968 Load: 18.1 t ADT: 300

Showing 18,801-18,850 of 18,901 bridges

Data sourced from the FHWA National Bridge Inventory (NBI), latest released cycle. See our methodology for details. Retrieved and formatted by PlainBridges Editorial.

Disclaimer: This information is provided for informational purposes only and does not constitute professional advice. Data is sourced from the FHWA National Bridge Inventory (NBI). A "structurally deficient" rating is a repair-priority signal, not a closure or unsafe-to-cross designation. Consult a qualified civil engineer before making decisions based on this data.